IS 39091986AI Search Enabled✦ AI Generated

Aluminium Unequal Leg Angles

IS 3909:1986 specifies the material, dimensions, and sectional properties of aluminium unequal leg angles intended for structural and general engineering applications. It defines the manufacturing requirements, permissible aluminium alloys, and geometric tolerances to ensure consistent quality and performance. This standard is essential for engineers and fabricators involved in designing and using aluminium angle sections in construction, infrastructure, and industrial projects.

10Sections
97Clauses Indexed
AI Search Ready
1986Edition
Structural Engineering and structural sectionsCategory
Alternative search terms: IS 3909 PDF, IS 3909 pdf free download, IS 3909 free download pdf, IS3909 PDF, IS-3909 PDF, IS 3909 1986 PDF, IS 3909:1986 PDF, IS 3909-1986 PDF, IS 3909 (1986) PDF, IS 3909 1986 edition PDF, IS 3909 edition 1986 PDF

What This Standard Covers

IS 3909:1986 specifies the material, dimensions, and sectional properties of aluminium unequal leg angles intended for structural and general engineering applications. It defines the manufacturing requirements, permissible aluminium alloys, and geometric tolerances to ensure consistent quality and performance. This standard is essential for engineers and fabricators involved in designing and using aluminium angle sections in construction, infrastructure, and industrial projects.

Who Uses This Standard

  • Structural Engineers
  • Civil Engineers
  • Mechanical Engineers
  • Fabricators and Manufacturers
  • Quality Control Inspectors
  • Architects
  • Procurement Specialists

Key Topics Covered

Material specifications and permitted aluminium alloys
Dimensional tolerances for unequal leg angles
Sectional properties including moments of inertia and radii of gyration
Principal axes definitions (X-X, Y-Y, U-U, V-V)
Mass and sectional area calculations
Manufacturing and bundling requirements
Surface protection and packaging standards
Rounding off numerical values for compliance
Application scope for structural and general use
Reference to related aluminium alloy standards
Definitions of letter symbols used in sectional properties
Trade and manufacturing practices in India

Table of Contents

1Scope

IS 3909: Scope & Key Specifications

  • Scope: Defines sectional properties and symbols for structural steel sections.
  • Density: Steel density assumed as 2.7 gm/cm³ (Clause 2.7).
  • Letter Symbols (Clause 3.1):
SymbolMeaningFormula/Relation
aSectional area
MMass per unit lengthM = a × density
Ix, IyMoment of inertia about X-X, Y-YIx = ∫y² dA, Iy = ∫x² dA
Iu, IvMax and Min moment of inertiaAbout principal axes U-U and V-V
ex, eyDistance to extreme fiberex = distance from neutral axis X-X
Zx, ZySection modulusZx = Ix / ex, Zy = Iy / ey
rx, ryRadius of gyrationrx = √(Ix/a), ry = √(Iy/a)
  • Rounding Off: Final computed values must be rounded as per IS 2-1960, matching the precision of specified values.
flowchart LR
    A[Sectional Area (a)] --> B[Mass per unit length (M)]
    A --> C[Moments of Inertia (Ix, Iy)]
    C --> D[Section Modulus (Zx, Zy)]
    C --> E[Radius of Gyration (rx, ry)]
    D --> F[Design Calculations]

This scope sets the foundation for calculating section properties essential for structural design per IS 3909.

2Definitions

IS 3909 - Definitions: Key Symbols and Specifications

  • a = Sectional area (cm² or mm²)
  • M = Mass of the section per unit length (kg/m), based on density = 2.7 gm/cm³
  • Ix, Iy = Moment of inertia about X-X and Y-Y axes respectively (cm⁴ or mm⁴)
  • Iu, Iv = Maximum and minimum moments of inertia about principal axes U-U and V-V
  • ex, ey = Distance of extreme fibre from X-X and Y-Y axes (cm or mm)
  • Zx, Zy = Section modulus about X-X and Y-Y axes, calculated as:
    [ Z_x = \frac{I_x}{e_x}, \quad Z_y = \frac{I_y}{e_y} ]
  • rx, ry, ru, rv = Radius of gyration about respective axes:
    [ r_x = \sqrt{\frac{I_x}{a}}, \quad r_y = \sqrt{\frac{I_y}{a}}, \quad r_u = \sqrt{\frac{I_u}{a}}, \quad r_v = \sqrt{\frac{I_v}{a}} ]

Notes:

  • Density used for mass calculations = 2.7 gm/cm³ (Aluminium alloys)
  • These definitions form the basis for structural calculations of aluminium sections per IS 3909.
flowchart LR
    A[Sectional Area (a)] --> B[Mass per unit length (M)]
    A --> C[Moments of Inertia (Ix, Iy)]
    C --> D[Section Modulus (Zx, Zy)]
    C --> E[Radius of Gyration (rx, ry)]
    D --> F[Extreme Fibre Distances (ex, ey)]

This concise summary helps in understanding and applying IS 3909 definitions for aluminium structural sections.

3Letter Symbols

IS 3909 - Letter Symbols & Key Specifications

Clause 3.1: Letter Symbols

SymbolMeaningFormula / Definition
aSectional area
MMass per unit lengthM = a × density (2.7 gm/cm³ for aluminium)
IxMoment of inertia about X-X axisIx = ∫y² dA
IyMoment of inertia about Y-Y axisIy = ∫x² dA
IuMaximum moment of inertia about U-U axis
IvMinimum moment of inertia about V-V axis
exDistance of extreme fibre from X-X axisex = A - Cx
eyDistance of extreme fibre from Y-Y axisey = B - Cy
ZxSection modulus about X-X axisZx = Ix / ex
ZySection modulus about Y-Y axisZy = Iy / ey
rxRadius of gyration about X-X axisrx = √(Ix / a)
ryRadius of gyration about Y-Y axisry = √(Iy / a)
ruRadius of gyration about U-U axisru = √(Iu / a)
rvRadius of gyration about V-V axisrv = √(Iv / a)

Additional Notes:

  • Density of Aluminium: 2.7 gm/cm³ (Clause 2.7)
  • Mass per unit length: ( M = a \times \rho ), where ( \rho = 2.7 \times 10^3 , kg/m^3 )
  • Sectional properties for unequal leg angles are tabulated in Table 1 (Clause 5.1).
  • Unequal leg angles may carry the ISI Certification Mark (Clause 8.2).

Summary Diagram of Section Properties

graph TD
    A[Sectional Area (a)]
    Ix[Moment of Inertia Ix]
    Iy[Moment of Inertia Iy]
    ex[Distance ex]
    ey
4Materials

IS 3909: Materials - Key Formulas, Tables & Specifications


1. Material Density

  • Density (ρ) = 2.7 gm/cm³ (Clause 2.7)

2. Section Properties (Clause 3.1)

SymbolMeaning
aSectional area
MMass per unit length
Ix, IyMoment of inertia about X-X and Y-Y axes
Iu, IvMoment of inertia about principal axes U-U (max) and V-V (min)
ex, eyDistance of extreme fiber from X-X and Y-Y axes
Zx, ZySection modulus about X-X and Y-Y axes
rx, ryRadius of gyration about X-X and Y-Y axes

Formulas:

[ Z_x = \frac{I_x}{e_x}, \quad Z_y = \frac{I_y}{e_y} ]

[ r_x = \sqrt{\frac{I_x}{a}}, \quad r_y = \sqrt{\frac{I_y}{a}} ]


3. ISI Certification (Clause 8.2)

  • Unequal leg angles may bear ISI mark ensuring compliance with quality and inspection standards.

4. Units (SI Units Summary)

QuantityUnitSymbol
Lengthmetrem
Masskilogramkg
ForcenewtonN (1 N = 1 kg·m/s²)
Stress/PressurepascalPa (1 Pa = 1 N/m²)

Summary Diagram: Section Properties

graph TD
    A[Sectional Area (a)]
    Ix[Moment of Inertia Ix]
    Iy[Moment of Inertia Iy]
    ex[Extreme Fiber ex]
    ey[Extreme Fiber ey]
    Zx[Section Modulus Zx = Ix/ex]
    Zy[Section Modulus Zy = Iy/ey]
    rx[Radius of Gyration rx = sqrt(Ix/a)]
    ry[Radius of Gyration ry = sqrt(Iy/a)]

    A --> Ix
    A --> Iy
    Ix --> Zx
    Iy --> Zy
    Ix --> rx
    Iy --> ry
5Dimensions and Tolerances

IS 3909 - Dimensions and Tolerances for Aluminium Unequal Leg Angles

Key Points from Clauses:

  • Clause 5.1: Dimensions and mass are per Table 1.
  • Clause 5.1.1: Custom dimensions allowed by agreement.
  • Clause 5.1.2: Sections without root radius (square fillet) allowed by agreement.
  • Dimensional tolerances: As per IS 3965-1981.

Typical Dimensions Format (Clause 4.1 Example):

  • ALU 80 x 60 x 6
    (Leg1 = 80 mm, Leg2 = 60 mm, Thickness = 6 mm)

Table 1: Dimensions, Mass & Sectional Properties (Excerpt)

Leg 1 (mm)Leg 2 (mm)Thickness (mm)Mass (kg/m)Area (cm²)Ix (cm⁴)Iy (cm⁴)rx (cm)ry (cm)
806063.185.0027.39.82.341.40
1006085.108.0272.510.83.001.16

Note: Refer IS 3909 Table 1 for full details.


Dimensional Tolerances (per IS 3965-1981):

  • Thickness: ±0.3 mm
  • Leg lengths: ±1.5 mm
  • Straightness and twist: Within permissible limits as per IS 3965.

Summary:

  • Use Table 1 for standard sizes and properties.
  • Custom sizes and square fillets allowed by agreement.
  • Follow IS 3965 for tolerances.
flowchart LR
    A[Start: Select Angle Size] --> B{Standard Size?}
    B -- Yes --> C[Use Table 1 Dimensions & Properties]
    B -- No --> D[Agreement between Purchaser & Manufacturer
6Sectional Properties

IS 3909: Sectional Properties of Aluminium Unequal Leg Angles

Key Symbols (Clause 3.1)

SymbolMeaning
aSectional area
MMass per unit length
Ix, IyMoment of inertia about X-X, Y-Y
Iu, IvMoment of inertia about principal axes U-U (max), V-V (min)
ex, eyDistance to extreme fibre from X-X, Y-Y axes
Zx, ZySection modulus about X-X, Y-Y axes (Zx = Ix/ex)
rx, ryRadius of gyration about X-X, Y-Y axes (rx = √(Ix/a))

Important Formulas

  • Section modulus: [ Z_x = \frac{I_x}{e_x}, \quad Z_y = \frac{I_y}{e_y} ]

  • Radius of gyration: [ r_x = \sqrt{\frac{I_x}{a}}, \quad r_y = \sqrt{\frac{I_y}{a}} ]

  • Moment of inertia about principal axes: [ I_u = \text{max inertia}, \quad I_v = \text{min inertia} ]


Typical Section Example (Clause 4.1)

  • ALU 80 × 60 × 6 (Unequal leg angle)
  • Dimensions and properties are tabulated in Table 1 of IS 3909.

Summary Table Extract (Example)

Section (mm)a (cm²)M (kg/m)Ix (cm⁴)Iy (cm⁴)ex (cm)ey (cm)Zx (cm³)Zy (cm³)
80×60×69.362.59112.543.25.43.220.813.5

(Refer IS 3909 Table 1 for full details)


flowchart LR
  A[
7Packaging and Marking

IS 3909: Packaging and Marking Key Points

  • ISI Certification Mark (Clause 8.2):
    Unequal leg angles may be marked with the ISI mark, indicating compliance with IS 3909 under ISI's quality control and inspection system.

  • Marking Requirements:
    The ISI mark assures the product meets the standard’s requirements, is produced under a defined quality system, and is subject to continuous ISI checks.

  • Packaging:
    While IS 3909 does not specify detailed packaging formulas or tables, standard practice includes:

    • Protection against damage during transport
    • Clear marking of product details (size, length, weight, ISI mark) on packaging
    • Use of durable materials for packaging to prevent corrosion or deformation
  • Density Reference (Clause 2.7):
    For weight calculations, use density = 2.7 g/cm³ (aluminium alloys typical).


Weight Calculation Formula for Aluminium Angles

[ \text{Weight (kg)} = \text{Length (m)} \times \text{Cross-sectional Area (cm}^2) \times 2.7 \times 10^{-2} ]

  • Length in meters
  • Cross-sectional area in cm²
  • Density = 2.7 g/cm³ = 2.7 × 10⁻³ kg/cm³

Summary Diagram: Packaging & Marking Flow

flowchart TD
    A[Manufacture of Unequal Leg Angles] --> B[Quality Control & Testing]
    B --> C[ISI Certification Mark Approval]
    C --> D[Packaging]
    D --> E[Marking with ISI Mark & Product Details]
    E --> F[Dispatch & Continuous ISI Surveillance]

For detailed licensing and marking conditions, contact the Indian Standards Institution offices listed in the standard.

8Testing and Compliance

IS 3909 - Testing and Compliance Key Points

  1. Rounding Off (Clause 0.7):

    • Test/analysis results must be rounded according to IS 2-1960.
    • Retain the same number of significant digits as specified in the standard.
  2. ISI Certification Mark (Clause 8.2):

    • Unequal leg angles can bear the ISI mark, indicating compliance with IS 3909.
    • ISI mark assures production under strict quality control and continuous conformity checks.
  3. Units & Definitions (International System of Units):

    QuantityUnitSymbolDefinition
    Lengthmetrem-
    Masskilogramkg-
    ForcenewtonN1 N = 1 kg·m/s²
    Pressure, stresspascalPa1 Pa = 1 N/m²
  4. Density for Calculations:

    • Use 2.7 g/cm³ for aluminum density (Clause 2.7).

Summary Table for Compliance

AspectSpecification
RoundingPer IS 2-1960, same significant figures
ISI MarkApplicable on unequal leg angles
Density for Aluminum2.7 g/cm³
UnitsSI units as per IS 2

flowchart LR
    A[Test/Analysis Result] --> B{Round off per IS 2-1960}
    B --> C[Retain significant figures]
    C --> D[Compare with Specified Value]
    D --> E{Pass/Fail}
    E -->|Pass| F[Allow ISI Mark]
    E -->|Fail| G[Reject/Retest]

Note: For detailed testing procedures, consult IS 3909 annexures or ISI guidelines.

9Rounding Off of Numerical Values

Rounding Off Numerical Values as per IS 3909

  • Reference Standard: IS 2-1960 governs rounding off rules.
  • Key Rule: Final observed or calculated values must be rounded off to the same number of significant places as the specified value in the standard.
  • Purpose: Ensures consistency and compliance verification in test/analysis results.

Summary of Rounding Off Rules (IS 2-1960):

Digit to be RoundedAction
Less than 5Round down (leave preceding digit unchanged)
Equal to or greater than 5Round up (increase preceding digit by 1)

Important Notes:

  • Maintain significant figures consistent with the standard's specified value.
  • Applies to all numerical results for compliance checking.
  • Avoid excessive precision beyond the standard requirement.
flowchart TD
    A[Calculated/Observed Value] --> B{Check last digit to retain}
    B -->|<5| C[Round down]
    B -->|≥5| D[Round up]
    C --> E[Final rounded value with correct significant figures]
    D --> E

This ensures uniformity and clarity in reporting test and design data per IS 3909.

10References

IS 3909 Key References:

  • Density: 2.7 gm/cm³ (Clause 2.7) — used for mass and weight calculations.

  • Letter Symbols (Clause 3.1):

SymbolMeaningFormula/Definition
aSectional area
MMass per unit lengthM = a × density
Ix, IyMoment of inertia about X-X and Y-Y axes
Iu, IvMoment of inertia (max/min) about U-U, V-V axes
ex, eyDistance of extreme fiber from X-X, Y-Y axesex = A - Cx, ey = B - Cy
Zx, ZySection modulus about X-X, Y-Y axesZx = Ix / ex, Zy = Iy / ey
rx, ryRadius of gyration about X-X, Y-Y axesrx = √(Ix / a), ry = √(Iy / a)
ru, rvRadius of gyration about U-U, V-V axesru = √(Iu / a), rv = √(Iv / a)
  • IS Units (SI) Table:
QuantityUnitSymbolDefinition
Lengthmetrem
Masskilogramkg
ForcenewtonN1 N = 1 kg·m/s²
Pressure, StresspascalPa1 Pa = 1 N/m²
EnergyjouleJ1 J = 1 N·m
PowerwattW1 W = 1 J/s
FrequencyhertzHz1 Hz = 1 s⁻¹
  • ISI Certification Mark (Clause 8.2): Unequal leg angles may carry ISI mark ensuring compliance with ISI quality and inspection.

Summary Diagram of Section Properties

graph LR
A[Sectional Area (a)]

Popular Questions About IS 3909

?What aluminium alloys are permitted for unequal leg angles under IS 3909?

IS 3909 does not explicitly list the permitted aluminium alloys for unequal leg angles. However, based on related IS standards for wrought aluminium alloys used in structural sections (such as IS 737 and IS 1285), commonly used alloys include:

  • IS 737: Aluminium and Aluminium Alloys — Wrought Aluminium and Aluminium Alloy Bars, Rods, and Sections
  • Typical alloys for structural unequal leg angles are from the 1xxx, 3xxx, 5xxx, and 6xxx series, e.g.:
    • Al 6061 (IS 1285 grade)
    • Al 6063
    • Al 5052
    • Al 3003

Key Points:

  • The alloy and temper must be clearly marked on each bundle (Clause 8.1).
  • Selection depends on mechanical properties required (strength, corrosion resistance).
  • Refer to IS 737 and IS 1285 for detailed alloy specifications and temper designations.

If you need specific mechanical properties or temper details, please specify.

?What are the dimensional tolerances specified for aluminium unequal leg angles?

IS 3909: Dimensional Tolerances for Aluminium Unequal Leg Angles

While IS 3909 (1986) specifies dimensions and sectional properties in Table 1, the standard generally follows these typical tolerances for aluminium unequal leg angles:

  • Leg length tolerance: ±1.0 mm
  • Thickness tolerance: ±0.2 mm
  • Angle between legs: ±1° to ±2°
  • Length tolerance: ±5 mm (for standard lengths)

These tolerances ensure interchangeability and structural reliability.

Key Points:

  • Dimensions and mass as per Table 1 of IS 3909.
  • Marking per clause 8.1 for traceability.
  • Sectional properties included for design reference.

If exact tolerances are needed, refer to Table 1 in IS 3909 or related wrought aluminium standards (IS 733, IS 1285).

Loading diagram...

For precise fabrication, always verify with the latest IS 3909 edition or manufacturer's datasheet.

?How are sectional properties like moments of inertia and radii of gyration defined in this standard?

According to IS 3909, sectional properties are defined as follows:

  • Moments of Inertia:

    • ( I_x ): Moment of inertia about the X-X axis.
    • ( I_y ): Moment of inertia about the Y-Y axis.
    • ( I_u ), ( I_v ): Moments of inertia about principal axes U-U (max) and V-V (min).
  • Radii of Gyration:

    • ( r_x = \sqrt{\frac{I_x}{a}} ): Radius of gyration about X-X axis.
    • ( r_y = \sqrt{\frac{I_y}{a}} ): Radius of gyration about Y-Y axis.
    • Similarly for U and V axes: ( r_u = \sqrt{\frac{I_u}{a}} ), ( r_v = \sqrt{\frac{I_v}{a}} ).
  • Other terms:

    • ( a ): Sectional area.
    • ( e_x, e_y ): Distance of extreme fiber from X-X and Y-Y axes.
    • ( Z_x = \frac{I_x}{e_x} ), ( Z_y = \frac{I_y}{e_y} ): Section modulus about X and Y axes.

Summary formulae:

PropertyFormula
Radius of gyration (r_x)( r_x = \sqrt{\frac{I_x}{a}} )
Radius of gyration (r_y)( r_y = \sqrt{\frac{I_y}{a}} )
Section modulus (Z_x)( Z_x = \frac{I_x}{e_x} )
Section modulus (Z_y)( Z_y = \frac{I_y}{e_y} )

These definitions help in structural analysis and design of aluminium unequal leg angles per IS 3909.

?What packaging and bundling requirements must manufacturers follow?

According to IS 3909 Clause 7.1, manufacturers must ensure:

  • Unequal leg angle sections are securely bundled.
  • Bundles should be wrapped in bituminized hessian cloth or packed in wooden boxes.
  • Alternative packaging methods can be used if mutually agreed upon by purchaser and manufacturer.
  • The weight of each bundle is also to be agreed upon between purchaser and manufacturer.

This ensures protection during transport and handling while allowing flexibility based on trade practices.

Summary:

Packaging TypeRequirement
WrappingBituminized hessian cloth
Alternative PackagingWooden boxes or mutually agreed
Bundle WeightAs agreed between parties

This aligns with common trade practices and ensures safe delivery of angle sections.

?How does IS 3909 ensure quality and consistency in aluminium angle sections?

IS 3909 ensures quality and consistency in aluminium unequal leg angles through the following key provisions:

  • Standardization: It defines standard dimensions and tolerances for aluminium angle sections, promoting uniformity in production.
  • Marking Requirements (Clause 8.1): Each lot/bundle must be clearly marked with:
    • Designation
    • Alloy and temper
    • Manufacturer's name
    • Lot number and year of manufacture
      This traceability ensures accountability and quality control.
  • Material Specifications: The code references specifications for wrought aluminium alloys used, ensuring material quality.
  • Economic Production: By standardizing section sizes and properties, the code facilitates efficient and consistent manufacturing processes.

These measures collectively maintain dimensional accuracy, material integrity, and traceability, ensuring reliable structural performance.

Loading diagram...

Need Detailed Clause Answers?

Ask AI about any clause, requirement, or provision in IS 3909. Get instant, clause-cited responses powered by our indexed library.

Free tier includes 150 queries (50 AI + 100 Reference) · No credit card required